1) absorbance reduction technique
吸光度减技术
1.
Barbitial was determined by P-matrix spectrophotometry with absorbance reduction technique.
方法 :采用 P-矩阵分光光度法测定氨基比林和安替比林 ,采用 P-矩阵法结合吸光度减技术测定巴比妥。
2) absorbance subtraction technique
吸光度减法技术
1.
Method: The artificial neural network of reverse transmission and absorbance subtraction technique were used.
方法：联合应用反向传播人工神经网络和吸光度减法技术。
3) attenuation technique
减光技术
4) strength reduction technology
强度折减技术
1.
2 for the mined-out area,minimum safety roof thickness at different rock in various span mined-out area was calculated by FLAC software,which transfixion of plastic zone was taken as criteria of roof breakage by using strength reduction technology and dichotomy theory.
利用强度折减技术和二分法原理,以塑性区的贯通作为顶板破坏的标准,当采空区顶板的安全系数等于1。
2.
The study on the analysis with strength reduction technology is not so popular.
地下连续墙成槽阶段土体处于卸荷状态,如何应用强度折减技术进行分析,目前研究尚较少,为此,应用强度折减技术,结合各向异性弹塑性模型,分析地下墙成槽稳定,论证其可行性,并就成槽过程开挖卸载、不均匀土体等重要问题进行实例分析:强度折减有限元技术应用于成槽稳定分析具有一定的应用前景。
5) Velocity-reducing technique
速度减幅技术
6) strength reduction technique
强度折减技术
1.
Based on the upper-bound approach of limit analysis and the strength reduction technique,the equation for expressing the critical state of slope stabilized by a row of piles is formulated and is employed to determine the lateral limit effective earth pressure and its corresponding critical failure surface for a given slope subjected to pore water pressure.
将塑性极限分析上限定理与抗剪强度折减技术相结合,建立了考虑孔隙水压力效应的抗滑桩加固土坡的极限平衡状态方程,采用数学优化方法求解桩侧极限有效土压力及相应的潜在破坏模式,其中水对边坡的影响作用通过虚功方程来体现,将孔隙水压力当作外力荷载做功,进一步地,基于获得的桩侧无量纲极限有效土压力,建立了抗滑桩的挠曲微分方程,采用有限差分法求解桩身的反应。
2.
The fast Lagrangian analysis of continua(FLAC) program based on strength reduction technique is used in numerical analysis.
数值计算采用基于强度折减技术的连续介质快速拉格朗日分析方法,分别对条形荷载下的位移响应、节点位移速度向量、塑性区和剪应变速率分布进行计算,获得3个边坡在条形荷载下的极限承载力和双楔体破坏机制,计算结果与试验结果吻合较好,验证了模型的可行性。
3.
Then, the evaluating method of the stability of karst roof in roadbed had been established by combining with strength reduction technique and numerical manifold method.
利用数值流形方法具有两套分析网格即数学覆盖网格和物理覆盖网格,因而处理开挖模拟问题具有灵活性的特点,重点解决了数值流形分析的开挖模拟分析方法问题;然后引入强度折减技术,结合数值流形方法提出了公路路基岩溶顶板稳定性的评价方法。
补充资料：内吸除(见单晶片的吸除技术)
内吸除(见单晶片的吸除技术)
internal gettering
内吸除internal gettering见单晶片的吸除技术。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条